Excavation Technology of Shield Tunneling in Mixed Ground

Shi Liang Xu

doi:10.4028/www.scientific.net/AMM.238.773

Paper Titles

Research on Non-Quantification Risk Factors Control and Management of Bridges during Construction
p.753

Comparison Study on Crossbeam Web Cutout of Different Shapes for Orthotropic Steel Bridge Deck
p.758

Plastic Hinge Analysis of Seismic Performance of High Bridge Pier
p.765

Theoretical Calculation and Parametric Analysis of Tunnel Settlements due to Neighboring Over-Length Pile Groups
p.769

Excavation Technology of Shield Tunneling in Mixed Ground
p.773

Safety Analysis on the Structure of an Existing Metro Station Impacted by the Construction of an Adjacent Building
p.777

Numerical Analysis of Effect of Blasting Vibration on Adjacent Roadway in 858 Mines
p.783

Analysis of Plastic-Zone Radius Influenced by Mechanical Parameters in Tunnel Excavation and Support
p.787

Introduction of NO-NO₂-O₃ Recycle into Model for Air Pollutant Dispersion from Tunnel Portals
p.791

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Excavation Technology of Shield Tunneling in Mixed...

Excavation Technology of Shield Tunneling in Mixed Ground

Abstract:

The excavation technology of shield tunneling in mixed ground is described in this paper. The interval metro tunnel is 2004 m long and 8.5 ~ 25 m deep below the ground surface. The 511 m long tunnel is located in the mixed ground. Especialy the upper of tunnel is soil and the lower of tunnel is rock. In order to improve the excavation advance and reduce the excavation cost by shield method, the tunneling mode, excavation parameters, cutter change, construction organization and management are adopted according to the ground properties. The excavation technology is successfully applied and provides a good reference for the similar ground conditions.

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Periodical:

Applied Mechanics and Materials (Volume 238)

Pages:

773-776

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.773

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Online since:

November 2012

Authors:

Shi Liang Xu

Keywords:

Excavation Technology, Interval Metro Tunnel, Mixed Ground, Shield Tunneling Method

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References

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